JPH08199612A - Sealing structure for setup mortar in cover receiving frame for underground structure - Google Patents

Sealing structure for setup mortar in cover receiving frame for underground structure

Info

Publication number
JPH08199612A
JPH08199612A JP7007889A JP788995A JPH08199612A JP H08199612 A JPH08199612 A JP H08199612A JP 7007889 A JP7007889 A JP 7007889A JP 788995 A JP788995 A JP 788995A JP H08199612 A JPH08199612 A JP H08199612A
Authority
JP
Japan
Prior art keywords
receiving frame
opening
lid
mortar
inner peripheral
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Pending
Application number
JP7007889A
Other languages
Japanese (ja)
Inventor
Masa Kojima
政 小島
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Asahi Tec Corp
Original Assignee
Asahi Tec Corp
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by Asahi Tec Corp filed Critical Asahi Tec Corp
Priority to JP7007889A priority Critical patent/JPH08199612A/en
Publication of JPH08199612A publication Critical patent/JPH08199612A/en
Pending legal-status Critical Current

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  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)

Abstract

PURPOSE: To easily seal setup mortar without using large jigs when a cover receiving frame is set up. CONSTITUTION: A cover receiving frame, annularly formed around an opening in a fire hydrant, has a main portion and a mounting portion 15 bulged from the main portion to the radial direction, each of which is formed in an annular shape, so that the mounting portion 15 may be faced to the upper face of the opening to fill setup mortar 11 between the lower face of the mounting portion 15 and the upper face of the opening. An inner periphery side bent edge 17 which is integrally formed on all periphery at the inner periphery edge of the mounting portion 15 and extended downward can be inserted into the opening. The outer periphery of the inner periphery side bent edge 17 is faced to the inner periphery of the opening to arrange the cover receiving frame and a seal member 23 made of flexible material is held on at least one of the outer periphery of the inner periphery side bent edge 17 and the inner periphery of the opening.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】この発明は、マンホール等の地下
構造物の蓋用受枠における設置用モルタルの漏れ止め構
造に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a structure for preventing leakage of mortar for installation in a receiving frame for a lid of an underground structure such as a manhole.

【0002】[0002]

【従来の技術】マンホール等の地下構造物においては、
その開口部を囲むように環状の蓋用受枠を設置してこの
蓋用受枠に蓋体を設置して開閉可能としており、このよ
うな地下構造物の開口部を構成する蓋体や蓋用受枠は、
地表の交通の便宜等から地表に一致させて設置すること
が一般的である。
2. Description of the Related Art In underground structures such as manholes,
An annular receiving frame for the lid is installed so as to surround the opening, and a lid is installed on the receiving frame for the lid so that it can be opened and closed. The lid and the receiving frame for the lid constituting the opening of such an underground structure. Is
For convenience of transportation on the surface of the earth, it is generally installed in conformity with the surface of the earth.

【0003】このように蓋用受枠等を地表に合わせて設
置する場合、通常、地下構造物の開口部そのものを、そ
こに設置される蓋用受枠等が地表と高精度に一致した状
態となるように形成することが困難であることから、ま
ず蓋用受枠が開口部の上方で所要の高さとなるように位
置決めして蓋用受枠の取付部を前記開口部の上面に臨ま
せた後、その取付部の下面と開口部の上面との間に設置
用モルタルを充填することにより蓋用受枠を設置するこ
ととしている。
[0003] When the lid receiving frame and the like are installed in accordance with the surface of the earth in this manner, the opening itself of the underground structure is usually in a state in which the lid receiving frame and the like installed therein are highly accurately aligned with the surface of the earth. Since it is difficult to form so, first, the lid receiving frame is positioned so as to have a required height above the opening, and the mounting portion of the lid receiving frame is exposed to the upper surface of the opening, The lid receiving frame is installed by filling the installation mortar between the lower surface of the mounting portion and the upper surface of the opening.

【0004】ところで、このような設置作業において
は、充填性を良好とする等のために設置用モルタルがス
ラリー状あるいは液状であるので、設置用モルタルがあ
る程度硬化するまでの間充填すべき部位に維持しておく
ことが必要である。
By the way, in such installation work, since the installation mortar is in the form of a slurry or liquid in order to improve the filling property, etc., it is necessary to fill the site to be filled until the installation mortar hardens to some extent. It is necessary to maintain.

【0005】そのため、従来の作業においては、弾性帯
で環状に形成された,比較的大きな治具を用いて設置用
モルタルの漏れ止めを行っている。
Therefore, in the conventional work, the installation mortar is prevented from leaking by using a relatively large jig formed in a ring shape by an elastic band.

【0006】[0006]

【発明が解決しようとする課題】このような従来の設置
用モルタルの漏れ止め方法では、蓋用受枠の設置に際し
て大きな当該治具を持参する必要があるうえ、その治具
の開口部への着脱に力を要するので作業が面倒である。
In such a conventional method for preventing leakage of mortar for installation, it is necessary to bring a large jig to install the receiving frame for the lid, and the jig is attached to and detached from the opening. Work is troublesome because it requires force.

【0007】この発明は、このような事情に基づいてな
されたもので、蓋用受枠の設置に際して大きな治具を持
参する必要がなく、設置用モルタルの漏れ止め作業を容
易にすることを目的とするものである。
The present invention has been made under such circumstances, and it is an object of the present invention to facilitate the work of preventing the installation mortar from leaking without having to bring a large jig when installing the receiving frame for the lid. To do.

【0008】[0008]

【課題を解決するための手段】この目的を達成するため
に、請求項1記載の発明は、地下構造物の開口部を囲む
ように平面視で環状に形成された蓋用受枠であって、主
部と,その主部から半径方向に張り出した取付部がそれ
ぞれ環状に形成され、当該取付部を前記開口部の上面に
臨ませて取付部の下面と開口部の上面との間に設置用モ
ルタルを充填して設置するものにおいて、前記取付部の
内周縁側の全周に渡って一体的に形成され,下方に延在
する垂下部を、前記開口部内に挿入可能とし、前記開口
部の内周面に前記垂下部の外周側を臨ませて蓋用受枠を
配置するとともに、その垂下部の外周面と開口部の内周
面との少なくとも一方に可撓性材料からなるシール部材
を保持させることを特徴とする地下構造物の蓋用受枠に
おける設置用モルタルの漏れ止め構造である。
In order to achieve this object, the invention according to claim 1 is a receiving frame for a lid which is annularly formed in plan view so as to surround an opening of an underground structure, The main part and the mounting part protruding from the main part in the radial direction are each formed in an annular shape, and the mounting part is placed between the lower surface of the mounting part and the upper surface of the opening so that the mounting part faces the upper surface of the opening part. In a case where the mortar is filled and installed, a hanging portion that is integrally formed over the entire circumference on the inner peripheral edge side of the mounting portion and extends downward can be inserted into the opening portion, and The lid receiving frame is arranged so that the outer peripheral side of the hanging portion faces the inner peripheral surface, and a seal member made of a flexible material is held on at least one of the outer peripheral surface of the hanging portion and the inner peripheral surface of the opening. The installation mole in the receiving frame for the lid of the underground structure, which is characterized by It is a leakage preventing structure of Le.

【0009】[0009]

【作用】請求項1記載の地下構造物の蓋用受枠における
設置用モルタルの漏れ止め構造によれば、この種の地下
構造物の蓋用受枠において、取付部の内周縁側の全周に
渡って一体的に形成され,下方に延在する垂下部を、前
記開口部内に挿入可能とし、地下構造物の開口部の内周
面に前記垂下部の外周側を臨ませて蓋用受枠を配置する
とともに、その垂下部の外周面と開口部の内周面との少
なくとも一方に可撓性材料からなるシール部材を保持さ
せるので、蓋用受枠と開口部とによって設置用モルタル
の漏れを防止することができ、格別の治具を用いなくて
済む。
According to the leak preventive structure of the installation mortar in the receiving frame for the lid of the underground structure according to claim 1, in the receiving frame for the lid of the underground structure of this type, the installation mortar extends over the entire circumference on the inner peripheral edge side of the mounting portion. A hanging part that is integrally formed and extends downwardly can be inserted into the opening, and the receiving frame for the lid is arranged so that the outer peripheral side of the hanging part faces the inner peripheral surface of the opening of the underground structure. In addition, since the sealing member made of a flexible material is held on at least one of the outer peripheral surface of the hanging portion and the inner peripheral surface of the opening, the lid receiving frame and the opening prevent the installation mortar from leaking. This eliminates the need for special jigs.

【0010】そのため、従来のように蓋用受枠の設置現
場に大きな治具を持参する必要がなく、また、そのよう
な治具を用いないので治具の着脱作業を省略することが
でき設置用モルタルの漏れ止め作業が容易となる。
Therefore, it is not necessary to bring a large jig to the installation site of the receiving frame for the lid as in the prior art, and since such a jig is not used, the jig attaching / detaching work can be omitted. Mortal leak prevention work becomes easy.

【0011】[0011]

【実施例】以下、図面に示す実施例によりこの発明を説
明するが、この実施例は地下構造物としての丸型消火栓
ボックスに関するものである。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below with reference to the embodiments shown in the drawings. This embodiment relates to a round fire hydrant box as an underground structure.

【0012】まず、図2により消火栓ボックスの全体概
略を説明する。
First, the overall outline of the fire hydrant box will be described with reference to FIG.

【0013】消火栓ボックス1は地表2から縦穴として
形成されており、消火栓ボックス1の底部には地下に埋
設された不図示の消火栓が位置するように設置される。
The fire hydrant box 1 is formed as a vertical hole from the surface of the earth 2, and the fire hydrant box 1 is installed so that a fire hydrant (not shown) buried underground is located at the bottom of the fire hydrant box 1.

【0014】消火栓ボックス1の底部には、既製のプラ
スチック成型品からなる底板3を不図示の消火栓の左右
に分離して配置し、その底板3上には既製のコンクリー
ト成形品からなる下部ユニット4,中部ユニット5,お
よび上部ユニット6を順次積み重ねて消火栓ボックス1
の躯体7が形成されている。
At the bottom of the fire hydrant box 1, a bottom plate 3 made of a ready-made plastic molded product is separately arranged on the left and right of a fire hydrant (not shown), and a lower unit 4 made of a ready-made concrete molded product is placed on the bottom plate 3. , The middle unit 5, and the upper unit 6 are sequentially stacked to form a fire hydrant box 1.
The skeleton 7 is formed.

【0015】このようにして形成された躯体7は、前記
のように既製の各ユニットを用いるものであるため、底
板3を地中に埋設された消火栓に対応する位置(深さ)
に設置した場合にその躯体7の上端部を常に前記地表2
と高精度に一致させた状態とすることはできない。
Since the skeleton body 7 thus formed uses the ready-made units as described above, the bottom plate 3 is located at a position (depth) corresponding to the fire hydrant buried in the ground.
When installed on the ground surface, the upper end of the body 7 is always
It is not possible to make the state of high precision match with.

【0016】また、地盤の耐力や土圧に起因して躯体7
の沈み込み量が変化する等によっても躯体7の上端部を
高精度に地表2に一致させることが難しいものである。
Further, due to the strength of the ground and the earth pressure, the structure 7
It is difficult to match the upper end of the skeleton 7 with the ground surface 2 with high accuracy even if the subduction amount of the

【0017】そのため、この実施例の消火栓ボックス1
の躯体7の上端部である開口部8においては、前記上部
ユニット6の上面に設置用モルタル11でモルタル層を
形成してレベル調整を行い、そのモルタル層上に蓋用受
枠12を設置し、この蓋用受枠12およびこれにより開
閉可能とされた蓋体13を地表2に一致した状態とされ
ている。
Therefore, the fire hydrant box 1 of this embodiment
In the opening 8 which is the upper end of the skeleton 7, a mortar layer is formed on the upper surface of the upper unit 6 with the mortar 11 for installation to adjust the level, and the receiving frame 12 for the lid is installed on the mortar layer. The lid receiving frame 12 and the lid 13 that can be opened and closed by the lid receiving frame 12 are in a state of being aligned with the ground surface 2.

【0018】この実施例において、蓋用受枠12は平面
視で円環状に形成されたものであって、その断面形状は
次のようである。
In this embodiment, the lid receiving frame 12 is formed in an annular shape in plan view, and its cross-sectional shape is as follows.

【0019】すなわち、蓋用受枠12は、図3に拡大し
て示すように、蓋用受枠12の外周側に沿って上下方向
に延在され,平面視で環状に形成された主部14を有す
る。
That is, as shown in the enlarged view of FIG. 3, the lid receiving frame 12 has a main portion 14 extending vertically along the outer peripheral side of the lid receiving frame 12 and formed in an annular shape in plan view. Have.

【0020】そして、この主部14の下部には、前記主
部14の半径方向内側に張り出した取付部15が一体に
形成されており、この取付部15も蓋用受枠12の全周
に渡って連続して環状に形成されている。
At the lower part of the main portion 14, a mounting portion 15 which projects radially inward of the main portion 14 is integrally formed, and the mounting portion 15 also extends over the entire circumference of the lid receiving frame 12. Are continuously formed in a ring shape.

【0021】この実施例においては、前記取付部15の
内周側および外周側縁部にはそれぞれ下方に向けて延在
する屈曲縁部17,18が一体に形成されており、内周
側屈曲縁17はこの発明でいう,垂下部に該当するもの
である。
In this embodiment, bent edge portions 17 and 18 extending downward are integrally formed at the inner peripheral side edge and the outer peripheral side edge portion of the mounting portion 15, respectively. The rim 17 corresponds to the hanging part in the present invention.

【0022】これらの屈曲縁部17,18は、いずれも
取付部15の全周に渡って環状に形成されており、内周
側屈曲縁部17は前記上部ユニット6の上部の内周側
(開口部8内)に挿入可能な直径に形成され、外周側屈
曲縁部18は前記上部ユニット6をその内側に収容でき
る大きさに形成されている。
The bent edges 17 and 18 are both formed in a ring shape over the entire circumference of the mounting portion 15, and the bent edge 17 on the inner peripheral side is located on the inner peripheral side of the upper portion of the upper unit 6 ( The diameter is formed so that it can be inserted into the opening 8), and the outer peripheral side bent edge 18 is formed in a size capable of accommodating the upper unit 6 therein.

【0023】したがって、かかる蓋用受枠12を前記上
部ユニット6の上部に設置する場合、上部ユニット6の
上部を取付部15と前記内周側および外周側の屈曲縁部
17,18との間に挿入するように装着される(図3参
照)。
Therefore, when the lid receiving frame 12 is installed on the upper portion of the upper unit 6, the upper portion of the upper unit 6 is provided between the mounting portion 15 and the bent edges 17 and 18 on the inner peripheral side and the outer peripheral side. It is mounted so that it can be inserted (see FIG. 3).

【0024】なお、図において16は貫通穴を示し、こ
の実施例においては、蓋用受枠12の全周に渡る取付部
15を8等分する位置に形成されている。
In the figure, reference numeral 16 designates a through hole, and in this embodiment, it is formed at a position where the mounting portion 15 over the entire circumference of the lid receiving frame 12 is divided into eight parts.

【0025】そして、前記取付部15より上方の主部1
4には、上部張り出し部21が一体的に形成され、上部
張り出し部21は前記主部14と同様に全周に渡って環
状に形成されており、この上部張り出し部21の内周側
縁部には、上開きのテーパ面で形成された蓋体受け部2
2が全周に渡って形成されている。
The main portion 1 above the mounting portion 15
4, an upper projecting portion 21 is integrally formed, and the upper projecting portion 21 is formed in an annular shape over the entire circumference like the main portion 14, and an inner peripheral side edge portion of the upper projecting portion 21. Is a lid receiving portion 2 formed by an upward-opening tapered surface.
2 is formed all around.

【0026】このように形成された蓋用受枠12の前記
内周側屈曲縁17の下端部には、全周に渡って可撓性材
料からなるシール部材23が装着されている。
A seal member 23 made of a flexible material is attached to the lower end of the bent edge 17 on the inner peripheral side of the receiving frame 12 for a lid formed in this way over the entire circumference.

【0027】このシール部材23は、例えば、クロロプ
レン樹脂,ネオプレン樹脂あるいは発泡ウレタンゴムを
略V字状の断面形状で押し出した押し出し成形品からな
るものである。
The seal member 23 is, for example, an extruded product obtained by extruding a chloroprene resin, a neoprene resin, or a urethane foam rubber in a substantially V-shaped cross section.

【0028】そして、このシール部材23において、上
部ユニット6の内周面側に向けて装着される部位には弾
性的に変形可能なリップ部23aが一体的に形成されて
いる(図1参照)。
Then, in the seal member 23, an elastically deformable lip portion 23a is integrally formed at a portion mounted toward the inner peripheral surface side of the upper unit 6 (see FIG. 1). .

【0029】この実施例において、シール部材23は、
内周側屈曲縁17の下端部に嵌め合わせることにより自
己の弾性力によって弾発保持されているものであるが、
接着剤や粘着剤を用いて保持させることとしてもよい。
In this embodiment, the seal member 23 is
Although it is elastically held by its own elastic force by being fitted to the lower end portion of the inner peripheral side bent edge 17,
It may be held by using an adhesive or an adhesive.

【0030】そして、前記リップ部23aは上部ユニッ
ト6の内周面に当接することにより適度に弾性変形する
とともに、内周側屈曲縁17の外周面と上部ユニット6
の内周面との間を液密にシールする。
The lip portion 23a is appropriately elastically deformed by coming into contact with the inner peripheral surface of the upper unit 6, and the outer peripheral surface of the inner peripheral side bent edge 17 and the upper unit 6 are allowed.
Liquid-tightly seal between the inner peripheral surface of and.

【0031】なお、シール部材としては、この実施例に
示したものに限らず、プラスチックやゴム等の各種の可
撓性材料を用いることができ、そのシール部材の形状や
構造についても種々のものを用いることが可能である。
The seal member is not limited to the one shown in this embodiment, and various flexible materials such as plastic and rubber can be used, and the seal member has various shapes and structures. Can be used.

【0032】このようにシール部材23の装着された蓋
用受枠12は、上部ユニット6の内周側で直径上の2箇
所に設置されたナット部材24のそれぞれに固定ボルト
25を用いて所要のレベルとなるように支持させる。
In this way, the lid receiving frame 12 with the seal member 23 mounted thereon is required by using the fixing bolts 25 for the nut members 24 installed at two diametrical locations on the inner peripheral side of the upper unit 6, respectively. Make them support the level.

【0033】この状態においては、上部ユニット6の上
面と前記取付部15と前記内周側および外周側の屈曲縁
部17,18との間に形成される空間は、前記シール部
材23のリップ部23aにより内周側屈曲縁部17の外
周面と躯体7としての上部ユニット6の内周面との間が
シールされており、躯体7の外周側は土砂26を埋め戻
しておくことにより概ね液密状態とすることができる。
In this state, the space formed between the upper surface of the upper unit 6, the mounting portion 15, and the inner and outer peripheral side bent edges 17, 18 is the lip portion of the seal member 23. 23a seals between the outer peripheral surface of the inner peripheral side bent edge portion 17 and the inner peripheral surface of the upper unit 6 as the skeleton 7, and the outer peripheral side of the skeleton 7 is filled with the earth and sand 26 back to make it almost liquid. Can be dense.

【0034】その後、前記空間内に設置用モルタル11
を貫通穴16から注入して充填し、蓋用受枠12はこの
ようにして形成されたモルタル層上に設置された状態と
なる。
Then, the mortar 11 for installation in the space
Is injected from the through hole 16 and filled, and the lid receiving frame 12 is placed on the mortar layer thus formed.

【0035】この実施例において、設置用モルタル11
は、いわゆるグラウチング材料からなるものであって、
そのモルタル材料は未硬化時の流動性が良好なものであ
る。
In this embodiment, the installation mortar 11
Is a so-called grouting material,
The mortar material has good fluidity when uncured.

【0036】このようにして行う設置用モルタル11の
充填作業においては、前記したように前記シール部材2
3のリップ部23aにより躯体7の内周側がシールされ
ており、躯体7の外周側は土砂26を埋め戻しておくこ
とにより概ね液密状態としてあるので、従来のように大
きな格別の治具を用いずとも、設置用モルタル11の漏
れを防止することができる。
In the filling work of the installation mortar 11 thus performed, as described above, the sealing member 2 is used.
Since the inner peripheral side of the skeleton 7 is sealed by the lip portion 23a of 3, and the outer peripheral side of the skeleton 7 is almost liquid-tight by backfilling with the earth and sand 26, a large special jig like the conventional one is used. Even without using it, it is possible to prevent the installation mortar 11 from leaking.

【0037】そのため、従来のように、蓋用受枠12の
設置現場に大きな治具を持参する必要がなく、治具の着
脱作業を省略できるので作業が容易となる。
Therefore, unlike the conventional case, it is not necessary to bring a large jig to the installation site of the lid receiving frame 12, and the jig attaching / detaching work can be omitted, which facilitates the work.

【0038】なお、以上説明した実施例においては、内
周側屈曲縁部17の下端部のみにシール部材23を設置
したが、外周側屈曲縁部18の下端部にも同様にシール
部材23を装着しリップ部23aが上部ユニット6の外
周面をシールするようにすればより良好に設置用モルタ
ル11の漏れを防止することができる。
In the embodiment described above, the seal member 23 is installed only at the lower end of the inner peripheral side bent edge 17, but the seal member 23 is similarly installed at the lower end of the outer peripheral side bent edge 18. If the lip portion 23a is attached and the outer peripheral surface of the upper unit 6 is sealed, the installation mortar 11 can be prevented from leaking better.

【0039】次に、図4に示す第2実施例を説明する。Next, a second embodiment shown in FIG. 4 will be described.

【0040】この第2実施例は躯体7を形成する上部ユ
ニット6の上部内周面に環状凹溝41を形成して上部ユ
ニット6の内周面にOリング状のシール部材42を保持
させたものであり、先の実施例のような外周側屈曲縁部
18が形成されていない点で相違する。
In the second embodiment, an annular groove 41 is formed in the upper inner peripheral surface of the upper unit 6 forming the skeleton 7, and an O-ring shaped seal member 42 is held on the inner peripheral surface of the upper unit 6. This is different from the previous embodiment in that the outer peripheral side bent edge portion 18 is not formed.

【0041】このような第2実施例においても、前記第
1実施例と同様にシール部材42により上部ユニット6
の内周面と内周側屈曲縁部17の外周面との間がシール
されており、上部ユニット6の外周側は埋め戻された土
砂26により概ね液密状態となり、従来のように大きな
格別の治具を用いずとも、設置用モルタル11の漏れを
防止することができる。
In the second embodiment as described above, the upper unit 6 is provided by the seal member 42 as in the first embodiment.
The inner peripheral surface of the upper unit 6 and the outer peripheral surface of the inner peripheral side bent edge portion 17 are sealed, and the outer peripheral side of the upper unit 6 is almost liquid-tight by the backfilled earth and sand 26. It is possible to prevent the installation mortar 11 from leaking without using the jig.

【0042】次に、図5に示す第3実施例を説明する。Next, a third embodiment shown in FIG. 5 will be described.

【0043】この第3実施例は内周側屈曲縁部17の外
周面に環状凹溝45を形成し、これにOリング状のシー
ル部材42を保持させたものである。
In the third embodiment, an annular concave groove 45 is formed on the outer peripheral surface of the inner peripheral side bent edge portion 17, and an O-ring shaped seal member 42 is held in this groove.

【0044】このような第3実施例においても、前記第
1実施例と同様にシール部材42により上部ユニット6
の内周面との間はシール部材42によりシールされてお
り、上部ユニット6の外周側は埋め戻された土砂26に
より概ね液密状態となるので、前記した各実施例と同様
に、従来のような大きな格別の治具を用いずとも設置用
モルタル11の漏れを防止することができる。
Also in the third embodiment as described above, the upper unit 6 is provided by the seal member 42 as in the first embodiment.
The inner peripheral surface of the upper unit 6 is sealed by the seal member 42, and the outer peripheral side of the upper unit 6 is almost liquid-tight due to the earth and sand 26 that has been backfilled. It is possible to prevent the installation mortar 11 from leaking without using such a special jig.

【0045】以上説明した実施例は、躯体の内周面側と
内周側屈曲縁部の外周面とのいずれか一方に可撓性材料
からなるシール部材を保持させたものであるが、両方そ
れぞれにシール部材を保持させるようにしてもよい。
In the embodiment described above, the seal member made of a flexible material is held on either the inner peripheral surface side of the body or the outer peripheral surface of the inner peripheral side bent edge portion. You may make it each hold | maintain a sealing member.

【0046】また、前記各実施例は、いずれも消火栓ボ
ックスに関するものであるが、本願発明はこれに限ら
ず、その他下水道用マンホールやこれに類する各種の地
下構造物の開口に用いる蓋用受枠にも適用することがで
き、蓋用受枠の平面視形状が角型の環状のものであって
もよいことはいうまでもない。
Although each of the above-mentioned embodiments relates to a fire hydrant box, the present invention is not limited to this, and is also applicable to a lid receiving frame used for opening sewer manholes and various underground structures similar thereto. It is needless to say that the shape of the lid receiving frame in plan view may be a square annular shape.

【0047】[0047]

【発明の効果】以上説明したように、請求項1記載の地
下構造物の蓋用受枠における設置用モルタルの漏れ止め
構造によれば、この種の地下構造物の蓋用受枠におい
て、取付部の内周縁側の全周に渡って一体的に形成さ
れ,下方に延在する垂下部を、前記開口部内に挿入可能
とし、地下構造物の開口部の内周面に前記垂下部の外周
側を臨ませて蓋用受枠を配置するとともに、その垂下部
の外周面と開口部の内周面との少なくとも一方に可撓性
材料からなるシール部材を保持させるので、蓋用受枠と
開口部とによって設置用モルタルの漏れを防止すること
ができ、格別の治具を用いなくて済む。
As described above, according to the leak preventive structure for installation mortar in the receiving frame for the lid of the underground structure according to claim 1, in the receiving frame for the lid of this type of underground structure, The hanging part that is integrally formed over the entire circumference of the inner peripheral side and extends downwardly can be inserted into the opening, and the outer peripheral side of the hanging part is attached to the inner peripheral surface of the opening of the underground structure. The lid receiving frame is arranged so as to face, and the seal member made of a flexible material is held on at least one of the outer peripheral surface of the hanging portion and the inner peripheral surface of the opening. Leakage of installation mortar can be prevented, and no special jig is required.

【0048】そのため、従来のように蓋用受枠の設置現
場に大きな治具を持参する必要がなく、また、そのよう
な治具を用いないので治具の着脱作業を省略することが
でき設置用モルタルの漏れ止め作業が容易となる。
Therefore, it is not necessary to bring a large jig to the installation site of the receiving frame for the lid as in the conventional case, and since such a jig is not used, the jig attaching / detaching work can be omitted. Mortal leak prevention work becomes easy.

【図面の簡単な説明】[Brief description of drawings]

【図1】蓋用受枠における設置用モルタルの漏れ止め構
造の要部拡大断面図である。
FIG. 1 is an enlarged cross-sectional view of a main part of a leak preventive structure for installation mortar in a receiving frame for a lid.

【図2】消火栓ボックスの概略断面図である。FIG. 2 is a schematic sectional view of a fire hydrant box.

【図3】蓋用受枠の断面図である。FIG. 3 is a sectional view of a receiving frame for a lid.

【図4】第2実施例の蓋用受枠の断面図である。FIG. 4 is a sectional view of a receiving frame for a lid according to a second embodiment.

【図5】第3実施例の蓋用受枠の断面図である。FIG. 5 is a sectional view of a receiving frame for a lid according to a third embodiment.

【符号の説明】[Explanation of symbols]

1 消火栓ボックス(地下構造物) 8 開口部 11 設置用モルタル 12 蓋用受枠 14 主部 15 取付部 17 内周側屈曲縁部(垂下部) 23 シール部材 DESCRIPTION OF SYMBOLS 1 Fire hydrant box (underground structure) 8 Opening 11 Mortar for installation 12 Receiving frame for lid 14 Main part 15 Mounting part 17 Inner circumference side bent edge (hanging part) 23 Seal member

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 地下構造物の開口部を囲むように平面視
で環状に形成された蓋用受枠であって、主部と,その主
部から半径方向に張り出した取付部がそれぞれ環状に形
成され、当該取付部を前記開口部の上面に臨ませて取付
部の下面と開口部の上面との間に設置用モルタルを充填
して設置するものにおいて、 前記取付部の内周縁側の全周に渡って一体的に形成さ
れ,下方に延在する垂下部を、前記開口部内に挿入可能
とし、 前記開口部の内周面に前記垂下部の外周側を臨ませて蓋
用受枠を配置するとともに、その垂下部の外周面と開口
部の内周面との少なくとも一方に可撓性材料からなるシ
ール部材を保持させることを特徴とする地下構造物の蓋
用受枠における設置用モルタルの漏れ止め構造。
1. A receiving frame for a lid, which is formed in a ring shape in plan view so as to surround an opening of an underground structure, wherein a main part and a mounting part protruding from the main part in a radial direction are formed in a ring shape, respectively. The mounting portion is installed by facing the upper surface of the opening with filling mortar between the lower surface of the mounting portion and the upper surface of the opening. A hanging part that is integrally formed over and extends downwardly can be inserted into the opening, and the lid receiving frame is arranged so that the inner peripheral surface of the opening faces the outer peripheral side of the hanging part. At the same time, a seal member made of a flexible material is held on at least one of the outer peripheral surface of the hanging portion and the inner peripheral surface of the opening, and the mortar for installation is prevented from leaking in the receiving frame for the lid of the underground structure. Construction.
JP7007889A 1995-01-23 1995-01-23 Sealing structure for setup mortar in cover receiving frame for underground structure Pending JPH08199612A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP7007889A JPH08199612A (en) 1995-01-23 1995-01-23 Sealing structure for setup mortar in cover receiving frame for underground structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP7007889A JPH08199612A (en) 1995-01-23 1995-01-23 Sealing structure for setup mortar in cover receiving frame for underground structure

Publications (1)

Publication Number Publication Date
JPH08199612A true JPH08199612A (en) 1996-08-06

Family

ID=11678161

Family Applications (1)

Application Number Title Priority Date Filing Date
JP7007889A Pending JPH08199612A (en) 1995-01-23 1995-01-23 Sealing structure for setup mortar in cover receiving frame for underground structure

Country Status (1)

Country Link
JP (1) JPH08199612A (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002194762A (en) * 2000-12-22 2002-07-10 Asahi Tec Corp Frame body for underground structure
GB2602144A (en) * 2020-12-21 2022-06-22 Wrekin Holdings Ltd A ground surface access assembly installation system

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002194762A (en) * 2000-12-22 2002-07-10 Asahi Tec Corp Frame body for underground structure
JP4526183B2 (en) * 2000-12-22 2010-08-18 旭テック環境ソリューション株式会社 Underground structure frame
GB2602144A (en) * 2020-12-21 2022-06-22 Wrekin Holdings Ltd A ground surface access assembly installation system
GB2602144B (en) * 2020-12-21 2022-12-21 Wrekin Holdings Ltd A ground surface access assembly installation system

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